CN103216043A - Assembled steel fixer - Google Patents
Assembled steel fixer Download PDFInfo
- Publication number
- CN103216043A CN103216043A CN2013101447681A CN201310144768A CN103216043A CN 103216043 A CN103216043 A CN 103216043A CN 2013101447681 A CN2013101447681 A CN 2013101447681A CN 201310144768 A CN201310144768 A CN 201310144768A CN 103216043 A CN103216043 A CN 103216043A
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- positioning panel
- horizontal sliding
- sliding bar
- slide block
- panel
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Abstract
The invention discloses an assembled steel fixer. The assembled steel fixer comprises horizontal upper and lower positioning panels (1 and 6) with first dividing rules (2), a group of horizontal sliding rods (3) with second dividing rules (4), and fixed sliding blocks (7), wherein the horizontal sliding rods (3) are arranged between the upper positioning panel (1) and the lower positioning panel (6) in pairs and can horizontally slide along the upper positioning panel (1) and the lower positioning panel (6), and the fixed sliding blocks (7) are arranged in pairs between two horizontal sliding rods (3) of each pair of horizontal sliding rods and can horizontally slide along the horizontal sliding rods. The assembled steel fixer provided by the invention is used for positioning wall rebars in construction of a shear wall, can be rapidly assembled and adjusted according to needs, and is reusable, simple in structure and convenient to disassemble and assemble.
Description
Technical field
The invention belongs to technical field of tools for building, when building reinforcing bar is positioned fixing instrument in particular for walls concrete.
Background technology
When carrying out the shear wall construction of building, need to keep the distance stipulated between body of wall reinforcing bar and the wall form, rebar spacing also has certain specification and requirement.Location to the body of wall reinforcing bar is to use the ladder muscle that the body of wall reinforcing bar is located more when construction at present, because the ladder muscle needs the rebar spacing field fabrication according to the construction drawing defined, as rebar spacing difference when running into the different parts wall construction, need make the ladder muscle again again, wasting manpower and material resources not only, and because the turnover utilization rate of ladder muscle is lower, efficiency of construction is low.
Summary of the invention
The objective of the invention is to solve the problem that prior art exists, provide a kind of when carrying out shear wall construction, can assemble fast as required and adjustment, reusable and simple in structure, easy accessibility be used for assembly type steel fixer to body of wall reinforcing bar location.
Purpose of the present invention is achieved through the following technical solutions.
The assembly type steel fixer, comprise the last positioning panel of the level that has first rule and following positioning panel, be arranged between positioning panel and the following positioning panel in pairs and can have the horizontal sliding bar of second rule along a group that last positioning panel and following positioning panel are laterally slided, being arranged in pairs also can be along the fixedly slide block of horizontal sliding bar horizontal slip between two horizontal sliding bars of every pair of horizontal sliding bar.
The present invention has first set bolt that horizontal sliding bar is fixed on positioning panel and the following positioning panel at horizontal sliding bar two ends.Have in the fixing one or both ends of slide block fixing slide block is fixed on second set bolt on the horizontal sliding bar.Two ends in last positioning panel and following positioning panel are processed with slot and the tenon that matches respectively.
The present invention adopts positioning panel dexterously, positioning panel, paired horizontal sliding bar, paired fixedly slide block assemble down, the body of wall reinforcing bar of needs location is placed in the rectangle frame that a pair of horizontal sliding bar and a pair of fixedly slide block surround, according to construction requirement, adjust flexibly the fixedly position of slide block of every pair of horizontal sliding bar and every pair, realize location the body of wall reinforcing bar with this.Because in last positioning panel, following positioning panel and laterally all be carved with rule on the sliding bar, can accurately adjust horizontal sliding bar and fixing slide block sliding position, and can fix by set bolt, can realize accurate and stable position to the body of wall reinforcing bar.Because the two ends in last positioning panel and following positioning panel are processed with slot and the tenon that matches respectively, can according to the length of construction body of wall with positioning panel several on or several down positioning panel cooperate with tenon by slot and be connected the reinforcing bar positioning requirements of satisfied longer size wall construction.Laterally sliding bar can arbitrarily increase and decrease, and can realize many reinforcing bars of one-time positioning, uses flexibly.
The present invention can with go up positioning panel, down positioning panel, laterally sliding bar, fixedly slide block is made series standard spare, on-the-spotly as required assembles fast.Finish using and can break, according to actual conditions re-assembly when using next time again, reusable.The present invention is simple in structure, accurate positioning, and easy accessibility can improve building operations efficient greatly, and reduces waste of material.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the vertical view of Fig. 1.
The specific embodiment
Further set forth content of the present invention below in conjunction with Figure of description.
As shown in Figure 1 and Figure 2, this assembly type steel fixer comprises the last positioning panel 1 of the level that is parallel to each other and following positioning panel 6, is arranged between positioning panel 1 and the following positioning panel 6 in pairs and one group of horizontal sliding bar 3 that can laterally slide along last positioning panel 1 and following positioning panel 6, being arranged between two horizontal sliding bars 3 of every pair of horizontal sliding bar also in pairs can be along one group of horizontal sliding bar horizontal slip fixing slide block 7.All be carved with first rule 2 in last positioning panel 1 and following positioning panel 6, laterally be carved with second rule 4 on the sliding bar 3.Have first set bolt 5 that horizontal sliding bar is fixed on positioning panel and the following positioning panel at horizontal sliding bar 3 two ends.Have in the fixing one or both ends of slide block 7 fixing slide block is fixed on second set bolt 8 on the horizontal sliding bar.Be processed with slot 9 and the tenon 10 that matches respectively at the two ends of last positioning panel.Two ends in following positioning panel also are processed with slot and the tenon that matches respectively.
Before the shear wall construction concreting, assemble steel fixer earlier.Determine the required quantity that goes up positioning panel 1 and following positioning panel 6 according to body of wall length, slot by two ends and tenon cooperate will go up positioning panel and following positioning panel winding to sufficient length, between last positioning panel and following positioning panel, insert the horizontal sliding bar 3 of required logarithm then according to the body of wall number of steel bars of need location, horizontal sliding bar is moved on the corresponding scale of first rule 2 according to construction requirement, two horizontal sliding bars about every pair of horizontal sliding bar are clamped reinforcing bar 11 from both sides and horizontal sliding bar is fixed on positioning panel and the following positioning panel by tightening first set bolt 5, thus the horizontal verticality of spacer bars.Paired fixedly slide block 7 is moved on the corresponding scale of second rule 4 by construction requirement more afterwards, with every pair fixedly two of slide block fixedly slide block clamp from both sides reinforcing bar and by tighten second set bolt 8 fixedly slide block be fixed on the horizontal sliding bar, thereby vertical verticality of spacer bars.The good body of wall reinforcing bar of colligation is inserted in the steel fixer contraposition that assembling is finished, and be fixed on the wall form top, proofread and correct the reinforcing bar verticality, guarantee that the distance between body of wall reinforcing bar and the wall form meets construction requirement, the rebar spacing compliant.
Adopt the present invention, do not need field Welding ladder muscle again, can reduce waste of material significantly, improve efficiency of construction.
Claims (4)
1. assembly type steel fixer, it is characterized in that, comprise the last positioning panel (1) of the level that has first rule (2) and following positioning panel (6), be arranged between positioning panel (1) and the following positioning panel (6) and can laterally a group of slip have the horizontal sliding bar (3) of second rule (4), being arranged in pairs also can be along the fixedly slide block (7) of horizontal sliding bar horizontal slip between two horizontal sliding bars (3) of every pair of horizontal sliding bar along last positioning panel (1) and following positioning panel (6) in pairs.
2. assembly type steel fixer according to claim 1 is characterized in that, has first set bolt (5) that horizontal sliding bar is fixed on positioning panel and the following positioning panel at horizontal sliding bar (3) two ends.
3. assembly type steel fixer according to claim 1 is characterized in that, has in the fixing one or both ends of slide block (7) fixing slide block is fixed on second set bolt (8) on the horizontal sliding bar.
4. according to claim 1 or 2 or 3 described assembly type steel fixers, it is characterized in that, be processed with slot (9) and the tenon (10) that matches respectively at the two ends of last positioning panel and following positioning panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101447681A CN103216043A (en) | 2013-04-25 | 2013-04-25 | Assembled steel fixer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101447681A CN103216043A (en) | 2013-04-25 | 2013-04-25 | Assembled steel fixer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103216043A true CN103216043A (en) | 2013-07-24 |
Family
ID=48814165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013101447681A Pending CN103216043A (en) | 2013-04-25 | 2013-04-25 | Assembled steel fixer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103216043A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915155A (en) * | 2018-08-09 | 2018-11-30 | 中建二局第建筑工程有限公司 | Steel bar positioning mechanism and fabricated shear wall |
| CN109437010A (en) * | 2018-12-12 | 2019-03-08 | 上海市安装工程集团有限公司 | Pipeline jig, installation system and its operating method for pipeline assembling |
| CN109514158A (en) * | 2018-12-26 | 2019-03-26 | 北京京诚之星科技开发有限公司 | Ladder muscle welding equipment |
| CN112727120A (en) * | 2020-12-29 | 2021-04-30 | 上海建工五建集团有限公司 | Conversion layer steel bar positioning device based on assembled integral shear wall structure system |
| CN113235826A (en) * | 2021-05-19 | 2021-08-10 | 中建桥梁有限公司 | Steel bar wire connection installation positioning method |
Citations (9)
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|---|---|---|---|---|
| JPH0849350A (en) * | 1994-08-05 | 1996-02-20 | Taisei Corp | Structure for reinforcing steel beam |
| GB2414028A (en) * | 2004-05-14 | 2005-11-16 | Simpson Strong Tie Co Inc | Shear wall anchor member placement system |
| CN101324117A (en) * | 2008-07-30 | 2008-12-17 | 贵州大学 | Method for positioning reinforced steel bar or hoop reinforcement in reinforced concrete construction as well as positioner |
| CN201395895Y (en) * | 2009-04-27 | 2010-02-03 | 河北建工集团有限责任公司 | Clamping tool for arrangement of steel bars of shear wall body |
| CN202100014U (en) * | 2011-06-09 | 2012-01-04 | 中国建筑第六工程局有限公司 | Adjustable mould used for welding and positioning concrete shearing wall ladder-shaped steel bar |
| CN202284361U (en) * | 2011-09-16 | 2012-06-27 | 润弘精密工程事业股份有限公司 | Steel bar positioning device |
| CN202359742U (en) * | 2011-11-30 | 2012-08-01 | 长沙华坤建材科技有限公司 | Steel bar locator with reinforced masonry structure |
| CN202689345U (en) * | 2012-05-25 | 2013-01-23 | 中国华冶科工集团有限公司 | Vertical reinforcement limiting part for shear walls |
| CN203257105U (en) * | 2013-04-25 | 2013-10-30 | 云南建工第五建设有限公司 | Assembled type steel fixer |
-
2013
- 2013-04-25 CN CN2013101447681A patent/CN103216043A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0849350A (en) * | 1994-08-05 | 1996-02-20 | Taisei Corp | Structure for reinforcing steel beam |
| GB2414028A (en) * | 2004-05-14 | 2005-11-16 | Simpson Strong Tie Co Inc | Shear wall anchor member placement system |
| CN101324117A (en) * | 2008-07-30 | 2008-12-17 | 贵州大学 | Method for positioning reinforced steel bar or hoop reinforcement in reinforced concrete construction as well as positioner |
| CN201395895Y (en) * | 2009-04-27 | 2010-02-03 | 河北建工集团有限责任公司 | Clamping tool for arrangement of steel bars of shear wall body |
| CN202100014U (en) * | 2011-06-09 | 2012-01-04 | 中国建筑第六工程局有限公司 | Adjustable mould used for welding and positioning concrete shearing wall ladder-shaped steel bar |
| CN202284361U (en) * | 2011-09-16 | 2012-06-27 | 润弘精密工程事业股份有限公司 | Steel bar positioning device |
| CN202359742U (en) * | 2011-11-30 | 2012-08-01 | 长沙华坤建材科技有限公司 | Steel bar locator with reinforced masonry structure |
| CN202689345U (en) * | 2012-05-25 | 2013-01-23 | 中国华冶科工集团有限公司 | Vertical reinforcement limiting part for shear walls |
| CN203257105U (en) * | 2013-04-25 | 2013-10-30 | 云南建工第五建设有限公司 | Assembled type steel fixer |
Non-Patent Citations (1)
| Title |
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| CHRISTINE BEALL: "《砌体的设计与构造细部》", 31 December 2007, article "钢筋定位装置" * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915155A (en) * | 2018-08-09 | 2018-11-30 | 中建二局第建筑工程有限公司 | Steel bar positioning mechanism and fabricated shear wall |
| CN109437010A (en) * | 2018-12-12 | 2019-03-08 | 上海市安装工程集团有限公司 | Pipeline jig, installation system and its operating method for pipeline assembling |
| CN109514158A (en) * | 2018-12-26 | 2019-03-26 | 北京京诚之星科技开发有限公司 | Ladder muscle welding equipment |
| CN109514158B (en) * | 2018-12-26 | 2023-10-17 | 北京京诚之星科技开发有限公司 | Ladder rib welding equipment |
| CN112727120A (en) * | 2020-12-29 | 2021-04-30 | 上海建工五建集团有限公司 | Conversion layer steel bar positioning device based on assembled integral shear wall structure system |
| CN113235826A (en) * | 2021-05-19 | 2021-08-10 | 中建桥梁有限公司 | Steel bar wire connection installation positioning method |
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Legal Events
| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Liu Zuoheng Inventor after: Wei Gang Inventor after: Ma Minjia Inventor after: Yuan Yulan Inventor after: Wang Leibang Inventor after: Huang Wei Inventor after: Cai Wei Inventor after: Meng Yinglei Inventor before: Ma Minjia |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: MA MINJIA TO: LIU ZUOHENG WEI GANG MA MINJIA YUAN YULAN WANG LEIBANG HUANGWEI CAI WEI MENG YINGLEI |
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130724 |